Laserfiche WebLink
f <br /> . �nu7tg; 5a� z�uiRE�+�7s n�so n�t.Y MASONRY WALL PIERS: <br /> STRUCTURAL NOTES ABOYE nND AROUND ANY UTiLITY LlNES AD- <br /> JAGENT TO FOOT1N65. GENTER WALL P1ER IMMEDfA"fELY SELOW BEnM <br /> F O U N D A T f O N � ���M� BFARING. DOWEL �u VEIZTiCAL <br /> FWi2 MSNRY FOUNDATION WALL: �����BnRs 6'�NrO FOonNG. <br /> p(tSTNG WALLS: PRIOR 70 NEW CONS7RUC- <br /> ' HEAIY RESIOENCE CpNSTRUCTION STANDARD: nON,VERIFY E7QST6 BLOGK AND MORTAR 70 BE <br /> 2135 COUN DRiVE • MMN�90Tit ST/ITE BUI�DING C017E 1303.1�'a6 �N���4���T lOC1�TlON OF NEW PIERS. <br /> ORONo MN 55356 CONVENT}ONAL FOUNDATION GONSTRUCTiON. � C'�� (�} GORE FULL HEIGHT OF <br /> TYPiGII WALL TWCKNE5S:12 INCNES. MASONKY W�LL. <br /> ARCHiSTRUCTURES#0709-1 Mt PROVIDE {i� +f4 VERTfC/�L BAR IN (1) FULL <br /> • MAXiMUM WALL FtEIGtIT: 9'-O"FRQM FOP HEIGHT GROUTED MASONKY WALL CORE <br /> OF SIJ16 TO TOP OF MASONRY WALL GONTHGT <br /> ENGINEER IF C�P,FI+TEIZ. SLABS-ON-GRADE: <br /> 5EE'Fp.A1v{!NG'NQTES FOR MORE tNFORMATI0F1 yERTICAI WALL RHNFORCENG: <br /> . #5 VERTICAI BAKS O 4'-O' O.C. fN FULL ��� �Y� `�LL MNKE n- <br /> �O►L QUAUTY: HEIGHt SOLID('iROUTED CORES. DEQUATE PROVlSfON?0 MIM►v!}ZE SHRINKAGE OK <br /> STANDARO: IF OWNER Hh5 NOT AUTHORIZED A • SUPPOKT 8AR5 2' AWAY FKOM 1N51DE (NON- SErnEMENT�P11CK5' RECOA'�MENDED: <br /> SOIL REPORT.MINIMUM 501L Qt1Ai.fTY SHALL BE `'.�0��)WAE-t-FNCE DOWEL 6 M!'f0 FOOTIN6. �� PR�ARATION: 5EE STKUCFlIR/�L NOTES <br /> AB(NE UNDER"SOIL COMPACTION.' <br /> 60VEKNED BY 7HE FOLLdYMNG: MATERSALS: <br /> COiVCREfE STRENGTFi:k11M.�'�4000 P51. <br /> • MlNNESOTi1 STitTE BUILDlN6 CODE 1303�9A't • AA/►SONRY BLOCK: AS7M C9�0-E34. TYl'E t- ��M�� ����: 4 lNGHES, UNLESS <br /> CONVENTIONNL FOUNDA710N CON57KUCTfON. MINIMUM F'm_1700 PSt. Np-(ED GKEATER ON DRAWINCS. <br /> SOIL QUALITY: FOOTiNGS /+RE DESIGNED 70 • M�RTAR:TYPE"M'.M{NIMUM F'�Z600 P51. u{)MP:2"TO�PER�lSTM Ci43-90A. <br /> BEAR ON SATT5FAL7Gtl�Y SP1L5. DEF(NED il5 � M�NRY GROUT: MINIMUtrd F _2000 P51 <br /> C,OOD QUNLI7Y,WELL-ORAINItJri.C�iRANUtAK 501L � REII�iFORC1IYG: 6 X 6 / Wf.4 X Wt.4 WELDED <br /> GAPABLE OF MIN.2250 P5F 501L PKE55URE. • STFH RElMf[)RCIPIG BARS: AS7M n615-90, WIKE FABKfC. OMfT ONLY lMT}t OWNER'S nND <br /> • p0 N07 BFJSR F001tNGS BELOW Wf�1�K TAB{-E GRADE 60.Fy=60.000 P51. ARCHITECT'S APPROVAL <br /> SOIL VERIFlGT101Y: CANTRnCTOR SHnLL VEKI- KN�T TO WALL CONNECTION: WALL FOOTtNGS• <br /> FY 501L QUAUT`(TO BE AS DESGRlgED ABOVE tF • JOIST TC3 Stll PLATE CONNECT WITH (3)8D <br /> IN DOUBT,INFORfvt OWNER. N/tiLS PER UBC TnBLE 23-1-LL DfGEPT10N: AT ���� �E��FaOffNG Ok WAl.L. LAP RE- <br /> OWIJER'S ACTION:IN Th{E ABSENCE OF A SOfL E/�CH ANCHOR BOL7 LOCATION, CONNEGT �NFdRGtNG bt{NIMUM 16"nT hLL SPUCES. <br /> KEPORT. THE OWNER OEAKS PKIMARY RE- ADJ/�CEhfT J0�5T TO StiL PLATE WITI-1 USP 18 <br /> SPONSIBtL17Y FOK ACTU/�L 50lL COPiDiT10NS. [F 6AU6E 6nLYANlZED FRAM{NG hNCHOR (OIZ `MF20 fOOTtNG: 220"' 1MDE BY B" DEEP WITH <br /> 50ll.QltALf7Y 15 IN DOUBT,tf 15 REGOMh1ENDED EQtlAL)U51NG(6)10D JOISt HANGER NAlLS. (2)�5 60TfOM BAKS CON1iNU0U5. <br /> THA7 OWNEK OBTNIN THE SERYfGES OF A RE- • S1LL PIATE TO WA1L: PROViDE TRfA7ED 2X4 EXIS�itVG WALL FOOTlNGS: <br /> 615TERED 501L EN6fNEER. 01MVER SHAiL BEAR OR ZX651LL PL�TE. GONNECT WiTH �/2' <br /> ANY nDDfTIONAI C05T5 FOK SOIL REPOKT.PRE- pIAAAETER X 10' LON6 + 2" HOOK ANCHOR �E�E N� WALL FOOTfhiG MEETS EXISTING <br /> PARATION AND STKUCFURAI REDESIGN. BOLTS AUGNED WItH EACN VERTfCAL <br /> REfNFORC-ING 6RK. ADD ONE WfTHIN 12' OF F��•8�`R AT SAME ELEYA7ION AND DOWEL <br /> SOtL EXCAVAT{ON EACH 51DE OF 54LL PIATE SPLICES. 7�ETHER WITfi(2)#4 BY 2'-O"LONG BARS. <br /> • BLOCKING AT jO1ST5:WHEKE FLOOR JOISTS • ��NEYJ MASONRY WALL MEETS t7a5T1NG <br /> INITUL EXGVATION:REMiOVE 501L5 DOWN TO I�UN PARALLEL 70 WALL, PROVIDE 50LID W�`�-�-• DOWEL �"06ETHEK NATH x4 BY 2'-O" <br /> 5UB-GRADE BF�IRINC ELEVnTi0N5. gLpClCENG EQi1AL t0 J015T SIZE AND DEPTH O �� �WF���'. g�` O 16" O.C. <br /> ADDITIONAL EXUVA710M: IF UNSUlTA6LE 2'-O"SPAGNG FOK FIRST TWO J015T SPAGES. ����`������' <br /> 50IL5 ARE ENCOUNTERED AT THE {NI'ML 5UB- FtT SNUG AND NAIL F1.GH PtECE WItH (6) 8D <br /> GRADE ELEYATION. coNtv.r,CrOrz SHAu CARK`r ����SH�• PAD FOOTiNGS: <br /> EXGAVAtION DEEPER UNTiL 5�1T15FiSCTORY 501L5 TEMrORARY WALL SHORING:PRIOR 70 BACK- <br /> ARE FOUt3D. ALTEKN.4TELY, CONTRACi� h1AY FfLtJNG, GONTRAGTOR SHA!-L PP.OVIDE ADE- CONCREiE STRENGTH:MIN.Fc-'� N P51. <br /> PROGEE�A5 DIRECTED BY SOIL Et�iNEEK. QUATE WALL BRAqNG. A1/1RK/SIZE&REINFORCtNG <br /> WALL PROTECTlON: SEE nP.CHffEC1UKAL FOK <br /> SOIL COMPACTION DY.�SIN-Til.�.DnMP-PRooFM6 MEwtBPJwE.VNPOK F24 Z-O' X 2'-0" x 8' DEEP WITH (2) i5 <br /> BARRIER&WSUTATFON REQUIREMEN75. BOTfOM B/1K5 FAGH WnY <br /> gELpW fOpTiNGS: SHALL BE 5A715Fi{CTORY <br /> spl�5 �oM�,�p iN 8' 7o t2" LiFTS To �yyj2 'StMILAR'MSNRY FDN WALL: fOOTfNG BEARtNG: <br /> MINIMUM 98x OF MNOMUM DiZY DENSIt1' PER <br /> ASTM D698(STANDARD PROCIOR). COPiSTRIKT SIMILnR TO MFW12 WALL,EXLEPT: HIOST PROTKTiON: FOOTttJ6 BEARING ELE- <br /> UNDER SLABS-ON-GRADE: SHA�-L BE � . pRpy�DE FOOTING BEARtNG AT MINIMUM �ATION SH/�ll CONFORM TO Af/NNf507A STATE <br /> FiiCTORY SOlGS fAMPACTED 51MILAR TO 1HAT FR05T LEVEl ONLY. BU1tDlNG CODf RULE 1303.1800: <br /> BELOW F001iNGS. E�(CEPf ALSO PRdViDE A 6' • ZONE 2:BEAR 3'-6"BELOW FlNISti GRADE <br /> BED OF WELL-GRADED SAND (51A� IMMEDIATELY • NO REINFOKGiNG REQUtRED. <br /> BELOW SL1B BF�R1N6. EXCEPT�ON: 1M-tERE FOOIINC'{.�- ARE NOT AD- <br /> AGAINST fOUNOATfON WALLS: BACKFfLL JACENT TO A HEATED SPnCE.BEJiK Mlt�HMUM 5'- <br /> SHALL BE 5�1775FACTORY 501t5 FREE OF ROCK O'6ELOW FIMSH GRADE <br /> OR GiU,VEI I.ARC'iER THMI 2" Dl/�WiETEK CAM- N�OST aCP05�1RE: CONTRAGTOR TO PROVIDE <br /> PI�CTED fN 8"70 12' LtFTS TO MiWMUM 95Y OF� nDEQUATE MEAN5 TO PROTECT FOOTtNGS AND <br /> M/,XIMUM DRY DENSITY PER l�ZT+I D6-`� ALL OTHEK SSRI}f.TURE FKOM FKD�'T DA►dAC'iE <br /> (STANDARD PROCTOR). DURiNCi COhtSTRlK710t�1 <br />